|
Abiera, H. O., 1991. Mechanically stabilized earth using TENSAR, bamboo and steel grid reinforcements with lateritic soil as backfill, M. Eng. Thesis GT-90-21, Asian Institute of Technology, Bangkok, Thailand. Adib, M., Mitchell, J. K. and Christopher, B., 1990. Finite element modeling of reinforced soil walls and embankments, Design and Performance of Earth Retaining Structure, ASCE Geotech. Special Publication, No. 25, pp. 409-423. Alagiyawanna, A.M.N, Sugimoto, M., Sato, S., and Toyota, H., 2001. Influence of longitudinal and transverse members on geogrid pullout behavior during deformation. Geotextiles and Geomembranes, Vol. 19, pp. 483-507. Alfaro, M. C., 1996. Reinforced soil wall-embankment system on soft foundation using inextensible and extensible grid reinforcements. Phd. Dissertation, Saga University, Japan. Alfaro, M. C. and Pathak, Y. P., 2005. Dilatant stresses at the interface of granular fills and geogrid strip reinforcements. Geosynthetics International, Vol. 12, No. 5, pp. 239-252. Alfaro, M. C., Hayashi, S., Miura, N. and Bergado D. T., 1997. Deformation of reinforced wall/embankment system on soft clay foundation. Soils and Foundations, Vol. 37, No. 4, pp. 33-46. Alfaro, M. C., Miura, N., and Bergado, D. T., 1995. Soil-geogrid reinforcement interaction by pullout and direct shear tests. Geotechnical Testing Journal, Vol. 18, No. 2, pp. 157-167. Allen, T.M., Bathurst, R.J. (2002a). Soil reinforcement loads in geosynthetic walls at working stress conditions. Geosynthetic International, 9(5-6): 525-526
Allen, T.M., Bathurst, R.J. (2002b). Observed long-term performance of geosynthetic walls, and implications for design. Geosynthetic International, 9(5-6): 567-606
Allen, T.M., Bathurst, R.J., Robert D. Holtz, D. Walters, and Wei F.Lee (2003). A new working stress method for prediction of reinforcement loads in geosynthetic walls”. Canadian Geotech. Journal, Vol. 40, pp. 976-994.
Allen, T.M., Bathurst, R.J., Robert D. Holtz, D. Walters, and Wei F.Lee (2004). New Method for Prediction of Loads in Steel Reinforced Soil Walls. Journal of Geotechnical and Goeenvironmental Engineering ASCE/November 2004, pp 1109-1120. Al Hattamleh, O., and Muhunthan, B., 2006. Numerical procedures for deformation calculations in the reinforced soil walls. Geotextiles and Geomembranes, Vol. 24, No. 1, pp. 52-57. American Association of State Highway and Transportation Official (AASHTO), 2002. Standard Specification for Highway Bridges, 17th Edition. Washington, DC, USA. Anderson, L. R. and Neilsen, M. R., 1984. Pullout resistance of wire mats embedded in soil. Report for the Hilfinker Co., from the Civil and Enviromental Engineering Department, Utah State University, Logan Utah. Anderson, L. R., Sharp, K. D. and Harding, O. T., 1987. Performance of a 50 feet high welded wire wall, soil improvement – a ten year update, Geotechnical Special Publication ASCE, No. 12, pp. 208-308. Anujorn, P., 1999. Evaluation of full scale embankment with hexagonal wire mesh reinforcement and gabion facing with additional surcharge, M. Eng. Thesis No. GE-98-15, Asian Institute of Technology, Bangkok, Thailand.
Asanprakit, A., 2000. Analytical model on the distributions of frictional and bearing resistance as well as deformations of hexagonal wire mesh reinforcement with weathered Bangkok clay backfill, M. Eng. Thesis No. GE-99-13, Asian Institute of Technology, Bangkok, Thailand. Auvinet, G. and Gonzalez, J. L., 2000. Three-dimensional reliability analysis of earth slopes, Computers and Geotechnics, Vol. 26, pp. 247-261. Bathurst, R. J., 2007. Working stress design for geosynthetics reinforced soil walls, Proceeding of New Horizon in Earth Reinforcement (IS-KYUSHU 2007), Taylor & Francis Group, London, pp. 105 – 112. Barthurst, R. J., Allen, T. M. and Walters, D.L. (2005), Reinforcement loads in geosysthetic walls for a new working stress design method. Geotextiles and Geomembranes, Vol. 23, pp. 287-322. Bergado, D. T. and Teerawattanasuk, C., 2008. 2D and 3D numerical simuations of reinforced embankments on soft ground. Geotextiles and Geomembranes, Vol. 20, No. 6, pp. 343-365. Bergado, D. T., Youwai, S., Teerawattanasuk, C. and Visudmedanukul, P., 2003. The interaction mechanism and behavior of hexagonal wire mesh reinforced embankment with silty sand backfill on soft clay. Computers and Geotechnics, Vol. 30, pp. 517-534. Bergado, D. T., Long, P. V. and Srivinasa Murthy, B. R., 2002. A case study of geotextile-reinforced embankment of soft ground. Geotextiles and Geomembranes, Vol. 20, No. 6, pp. 343-365. Bergado, D. T., Teerawattanasuk, C., Wongsanon, T. and Voottipreux, P., 2001. Interaction between hexagonal wire mesh reinforcement and silty sand backfill. Geotechnical Testing Journal, ASTM, Vol. 24, No. 1, pp. 23-38. Bergado D. T., Teerawattanasuk C., Youwai S. and Voottipruex P., 2000a. FE modeling of hexagonal wire reinforced embankment on soft clay. Canadian Geotechnical Journal, Vol. 37, pp. 1209-1226. Bergado, D. T., Teerawattanasuk, C. Long, P. V., 2000b. Localized mobilization of reinforcement force and its direction at the vicinity of failure surface. Geotextiles and Geomembranes, Vol. 18, pp. 311-331. Bergado, D. T., Chai, J. C. and Miura, N., 1995. FE Analysis of grid reinforced embankment system on soft Bangkok clay. Computers and Geotechnics, Vol. 17, pp. 447-471. Bergado, D. T. and Chai J., 1994. Pull-out force/displacement relationship of extensible grid reinforcements, Geotextiles and Geomembranes, Vol. 13, pp. 295-316. Bergado, D. T., Long, P. V., Loke, K. H. and Werner, G., 1994. Performance of reinforced embankment on soft bangkok clay with high-strength geotextile reinforcement, Geotextiles and Geomembranes, Vol. 13, pp. 403-420. Bergado, D. T., Shivashankar, R., Alfaro, M. C., Chai, J. C. and Balasubramaniam, A. S., 1993. Interaction behavior of steel grid reinforcements in a clayey sand. Geotechnique, Vol.43, No. 4, pp. 589-603. Bergado, D. T., Sampaco, C. L., Shivashankar, R., Alfaro, M. C., Anderson, L. R. and Balasubramaniam, A. S., 1991b. Performance of welded wire wall with poor quality backfills on soft clay, ASCE Geotechnical Engineering Congress, Boulder, Colorado, U.S.A. pp. 909-922. Bergado, D. T., Shivashankar, R., Sampaco, C. L., Alfaro, M. C. and Anderson, L. R., 1991. Behavior of welded-wire wall with poor quality cohesive-frictional backfills on soft Bangkok clay. Canadian Geotech. Journal, Vol. 28, pp. 860-880. Bonaparte, R. and Christopher, B. R., 1987. Design and construction of reinforced embankments over weak foundations. Transportation Research Record 1153, Transportation Research Board, National Research Council, Washington, D.C., pp. 26-39 Boulton, M., 1989. Basic feature of soil structure interface behavior, Computers and Geotechnics, Vol. 7, pp. 115-131. Briaud, J. and Lim, Y., 1999. Tieback walls in sand: numerical simulation and design implications, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 2, pp. 101-111. Britto, A. M. and Gunn, M. J., 1987. Critical State Soil Mechanics via Finite Elements. Ellis Horwood, Chichester, U.K. Chai, J. C., 1992. Interaction behavior between grid reinforcement and cohesive frictional soils and performance of reinforced wall/embankment on soft ground. D. Eng Dissertation No. GT-91-1, Asian Institute of Technology, Bangkok, Thailand. Chai, J. C. and Bergado, D. T., 1993a. Performance of reinforced embankment on Muar clay deposit. Soils and Foundations, Vol. 33, No. 4, pp. 1-17. Chai, J. C. and Bergado, D. T., 1993b. Some techniques for FE analysis of embankment on soft ground. Canadian Geotechnical Journal, Vol. 30, pp. 710-719. Christopher, B. R., Gill, S. A., Giroud, J. P., Juran, I., Schlosser, F., Mitchell, J. K. and Dunnicliff, J., (1989). Design and construction guidelines. Reinforced Soil Structures, Vol. 1, STS Consultants, Ltd., Northbrook, Illinois.
Christopher, B. R., Holtz, R. D. and Allen, T. M., 1990. Instrumentation for a 12.6 m high geotextile-reinforced wall, Proc. of the Intl. Reinforced Soil Conference, Glasgow, Thomas Telford, London, pp. 169-173. Cisneros, C. B., 1989. Pullout resistance of steel grids with weathered clay as backfill material. M. Eng. Thesis No. GT-88-7, Asian Institute of Technology, Bangkok, Thailand. Esterhuizen, J. J. B., Filz, G. M., and Duncan, J. M., 2001. Constitutive behavior of geosynthetic interfaces. ASCE Journal of Geotechnical and Geoenvironmental Engineeering, Vol. 127, No. 10, pp. 834-840. Farrag, K., Acar, Y. and Juran, I., 1993. Pull-out resistance of geogrid reinforcements. Geotextiles and Geomembranes, Vol. 12, pp. 133-159. Federal Highway Administration, Department of Transportation (2001), Mechanically stabilized earth walls and reinforced soil slopes design & construction guidelines, Publication No.FHWA-NHI-00-043, NHI Course No.132042, USA. Fowler, J., 1982. Theoretical design donsideration for fabric reinforced embankments, Pro. Second Int. Conf. on Geotextiles, Las Vegas, November, 1982, Vol.3, pp.665-670. Gens, A., Carol, I. and Alonso, E. E., 1990. An interface element formulation for the analysis of soil-structure interaction, Computer and Geotechnics, Vol. 9, pp. 3-20. Gurung, N, Iwao, Y, Madhav, M. R., 1999. Pullout test model for extensible reinforcement. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 23, pp. 1337-1348. Hatami, H. and Bathurst, R. J., 2006. Numerical model for reinforced soil segmental walls under surcharge loading. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 132, No. 6, pp. 673-684. Hausmann, M. R., 1976. Strength of reinforced soil, Proc. 8th Australian Road Res. Conf., Vol. 8, Section 13, pp. 1-8. Hinchberger, S. D. and Rowe, R. K., 2003. Geosynthetic reinforced embankments on soft clay foundations: predicting reinforcement strains at failure. Geotextiles and Geomembranes, Vol. 21, No. 3, pp. 151-175. Hird, C. C. and Jewell, R. A., 1990. Theory of reinforced embankment, Reinforced Embankments- Theory and Practice, Shercliff, D.A. Ed., Thomas Telford Ltd., London, UK, pp. 117-142. Hird, C. C, and Kwok, C. M., 1989. FE studies of interface behavior in reinforced embankments on soft ground, Computers and Geotechnics, Vol. 8, pp. 111-131. Holtz, R. D., Christopher, B. R. and Berg, R. R., 1995. Geotextile Design & Construction Guidelines, Publication No. FHWA HI-95-038. Hsieh, C. W., Huang, A. B., Chang, Y. C. and Chou, N. N. S., 1998. The construction of a test geogrid reinforced embankment, Proceeding of 13th Southeast Asian Geotechnical Conference, Taipei, Taiwan, ROC, pp. 315-320. Hung, L. K., 1990. Modeling of laboratory and field pullout test of steel geogrid reinforcements. M. Eng. Thesis No. GT-89-5, Asian Institute of Technology, Bangkok, Thailand. Ingold, T. S., 1982a. Reinforced Earth, Thomas Telford, London. Ingold, T. S., 1982b. An analytical study of geotextile reinforced embankment, Second International Conference of Geotextile, Las Vegas, U.S.A., Vol. 3, pp. 683-688. Jewell, R. A., 1986. The mechanics of reinforced embankments on soft soils, Proceeding of the Prediction Symposium on a Reinforced Embankment on Soft Ground, 17-18th Sept., 1986, King’s College, Strand, London, pp. 159-163. Jewell, R. A., Milligan, G. W. E., Sarsby, R. W. and Dubois, D., 1984. Interaction between soil and geogrids, Proc. of the Symp. on Polymer Grid Reinforcement in Civil Eng., Thomas Telford Limited, London, U.K., pp. 19-29.
Juran, I. and Schlosser, F., 1978. Theoretical analysis of failure in reinforced earth structures, Proceeding of Symposium on Earth Reinforcement, ASCE, Pitsburgh, pp. 528-555. Juran, I., Knochennus, G., Acar, Y. B. and Arman, A., 1988. Pullout response of geotextiles and geogrids (synthesis of available experimental data), Geosynthetics for Soil Improvement, edited by Holtz, R.D., Geotechnical Special Publication No. 18, ASCE, pp. 92-111. Kabiling, M. B., 1997. Pullout capacity of different hexagonal link wire sizes and configurations on sandy and volcanic ash (lahar) backfills, M. Eng. Thesis No. GE 96-4, Asian Institute of Technology, Bangkok, Thailand. Kaliakin, V. N. and Dechasakulsom, M. 2002. Development of a general time-dependent model for geogrids. Geosynthetics International, Vol. 9, No. 4, pp. 319-344. Kaniraj, S. R., 1994. Rotational stability of unreinforced and reinforced embankments on soft soils. Geotextiles and Geomembranes, Vol. 13, pp. 707-726. Karpurapu, R. and Bathurst, R. J., 1995. Behavior of geosynthetic reinforced soil retaining walls using the finite element menthod. Computers and Geotechnics, Vol. 17, pp. 279-299. Khwanpruk, S., 1998. Performance of full scale embankment with hexagonal wire mesh reinforcement and gabion facing, M. Eng. Thesis No. GE-97-11, Asian Institute of Technology, Bangkok, Thailand. Kim, H. S. and Bilgin, O., 2007. Studying the Effect of Concrete Key Size on Mechanically Stabilized Earth Wall Deformations using Finite Element Method, Geotechnical Special Publications GSP 157, Computer Applications in Geotechnical Engineering, Proceedings Of Sessions Of Geo-Denver 2007,New Peaks in Geotechnics, February 18-21, 2007, Denver, Colorado, ASCE-2007. Koerner, R. M., 1998. Design with geosynthetics, Prentice-Hall Inc, Newjercy, USA. Kondner, R. L and Zelasko, J. S., 1963. A hyperbolic stress-strain formulation of sand, Proc. of Second Pan American Conf. on Soil Mech. and Foundation Eng’g. Kongkitkul, W., 2001. Numerical and analytical modeling of interaction between hexagonal wire mesh reinforcement and silty sand backfill during in-soil pullout tests, M. Eng. Thesis No. GE 00-18, Asian Institute of Technology, Bangkok, Thailand. Kongkitkul, W. and Tatsuoka F., 2004. Inextensible versus extensible reinforcements: performance in plane strain compression on reinforced Toyoura sand. Proceedings 15th Southeast Asian Geotechnical Society Conference, Bangkok, Thailand, pp. 503 – 508. Kwon, J., Tutumluer, E. and Kim, M., 2005. Development of a mechanistic model for geosynthetic-reinforced flexible pavements. Geosynthetics International, Vol. 12, No. 6, pp. 310-320 Lai, Y. P., Bergado, D. T., Lorenzo, G. A. and Duangchan, T., 2006. Full-scale reinforced embankment on deep jet mixing improved ground. Ground Improvement, Vol. 10, No. 4, pp. 153-164. Ling, H. I. and Leshchinsky, D., 2003. Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls. Geosynthetics International, Vol. 10, No. 3, pp. 77-94. Leshchinsky, D., 2009. On global Equilibrium in Design of Geosynthetic Reinforced Walls. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, No. 3,pp. 309-315. Long, P. V., 1996. Behavior of geotextile-reinforced embankment on soft ground. Doctoral Dissertation No. GT 96-1, Asian Institute of Technology, Bangkok, Thailand. Low, B. K. and Duncan, J. M., 1985. Analysis of the behavior of reinforced embankments on weak foundations, Report VPI/CE-GT-85-11, Virginia Polytechnic Institute, Blacksburg. Low, B. K., Wong, K. S., Lim, C. and Broms, B. B., 1990. Slip circle analysis of reinforced embankments on soft ground, Geotextiles and Geomembranes, Vol. 9, pp. 165-181.
Madhav, M. R. and Umashankar, B., 2003. Analysis of inextensible sheet reinforcement subject to downward displacement/force: non-linear subgrade response. Geosynthetics International, Vol. 10, No. 3, pp. 95-102. Mahmood, T. (2009), Failure analysis of a mechanically stabilized earth (MSE) wall using finite element program PLAXIS, M. Sci., The University of Texas at Arlington, Thailand. Milligan and Busbridge, J. R., 1983. Guideline for the use of Tensar geogrids in reinforcement of fill over weak foundation, Golder Associate Report to the Tensar Corporation, Mississaaupa, Ontario. Mir, E. N., 1996. Pullout and direct shear test of hexagonal wire mesh reinforcements in various fill materials including lahar from Mt. pinatubo, philipines. M. Eng. Thesis No. GE 95-18, Asian Institute of Technology, Bangkok, Thailand. Mitchell, J. K., 1981. Soil improvement: state-of-the art. Proc., Tenth Intl. Conf. on Soil Mech. and Found. Eng., Stockhom, Sweden. Mitchell, J. K. and Villet, W. C. B., 1987. Reinforcement of Earth Slopes and Embankments. National Cooperative Highway Research Program Report No. 290, Washington, D.C., Transportation Research Board, 323 P. Miyata, Y. and Bathurst, R.J. (2007a). Evaluation of K-stiffness method for vertical geosynthetic reinforced granular soil walls in Japan. Soils and Foundations, Vol. 47, No. 2, pp. 319-335. Miyata, Y. and Bathurst, R.J. (2007b). Development of the K-stiffness method for geosynthetic reinforced soil walls constructed with c- soils. Canadian Geotechnical, Journal. 44: 1391-1416 Modmoltin, C., 1998. Behavior of hexagonal wire mesh reinforcement in full scale embankment load during pullout test. M. Eng. Thesis No. GE-97-6, Asian Institute of Technology, Bangkok, Thailand. Moraci, N. and Recalcati, P., 2006. Factors affecting the pullout behaviour of extruded geogrids embedded in a compacted granular soil. Geotextiles and Geomembranes, Vol. 24, No. 4, pp. 220-242. NCMA, 1997. Design Manual for Segmental Retaining Walls, 2nd Edition. National Concrete Masonry Association, Herdon, Verginia, USA. Palmeira, E.M. and Milligan, G. W. E., 1989. Scale and other factors affecting the results of pullout tests of grids buried in sand. Geotechnique, Vol. 39, No. 3, pp. 511-524. Paul D. P., P.E., CPM, State geotechnical engineer Tallahassee, Florida (2000), Mechanically stabilized earth wall inspector’s handbook, State of Florida, Department of Transportation, Florida, USA. Peterson, L. M. and Anderson, L. R., 1980. Pullout Resistance of Welded Wire Mats Embedded in Soil, Research Report Submitted to Hilfinker Co., from the Civil and Environmental Engineering Department, Utah State University, USA. Poon, L. Y., 2009. Performance and behavior of full scale reinforced soil embankment/wall on DMM improved foundation, Ph. D. Thesis No.GE-08-02, AIT, Bangkok, Thailand. Poulos, H. G. and Davis, E. H., 1974. Elastic Solution for Soil and Rock Mechanics, John Wiley and Sons Inc., New York.
Prempramote, S., Interaction between geogrid reinforcement and tire chip-sand mixture, M. Eng. Thesis No. GE-04-12, Asian Institute of Technology, Bangkok, Thailand Rowe, R. K., 1992. Reinforced embankments on soft cohesive deposits. Proc. of the Int’l Symposium on Applications of Geosynthetics Technology, Jakarta, pp. 1-19. Rowe, R. K., 1984. Reinforced embankment, analysis and design, Journal of Geotechnical Engineering Division, ASCE, Vol. 110, No. 2, pp. 231-246. Rowe, R. K. and Ho, S. K., 1998. Horizontal deformation in reinforced soil walls. Canadian Geotechnical Journal, Vol. 35, pp. 312-327. Rowe, R. K. and Ho, S. K., 1997. Continuous panel reinforced soil walls on rigid foundations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 10, pp. 912-920. Rowe, R. K. and Soderman, K. L., 1987. Reinforcement of embankment on soils whose strength increases with depth. Proceeding of Geosynthetics’87, New Orleans, pp. 266-277. Schlosser, F. and De Buhan, P., 1990. Theory and design related to the performance of reinforced soil. Proceedings of International Reinforced Soil Conference, Glasgow, pp. 1-14. Schaefer, U. R. and Duncan, J. M., 1988. Finite element analysis of the St. Alban test embankments. ASCE Geotechnical Special Publication No. 18, pp. 158-177. Shivashankar, R., 1991. Behavior of Mechanically Stabilized Earth (MSE) Embankment with Poor Quality Backfills on Soft Clay Deposits, Including a Study of the Pullout Resistances. D. Eng. Dissertation, Asian Institute of Technology, Bangkok, Thailand Smith I. M. and Griffith D. V., 1988. Programming the Finite Element Method, Second Edition, John Willy and Sons, Chichester, U. K. Srikongsri, A., 1999. Analytical model for interaction between hexagonal wire mesh and silty sand backfill. M. Eng. Thesis No. GE-98-14, Asian Institute of Technology, Bangkok Thailand. Sugimoto, M. and Alagiyawanna, A. M. N., 2003. Pullout behavior of geogrid by test and numerical analysis. Journal of Geotechnical and Geoenvironmental Engineering ASCE, Vol. 129, No. 4, pp. 461-371. Supawiwat, N., 2002. Behavior of shredded rubber tires with and without sand, its interaction with hexagonal wire reinforcement and their numerical simulation. M. Eng. Thesis No. 01-14, Asian Institute of Technology, Bangkok, Thailand. Tanchaisawat, T. (2008), Interactions and performances of geogrid reinforced tire chips-sand lightweight embankment on soft ground, Ph. D. Thesis No.GE-07-01, AIT, Bangkok, Thailand. Tatlisoz, N., Edil T. B. and Benson, C. H., 1998. Interaction between reinforcing geosynthetics and soil-tire chip mixtures. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 11, pp. 1109-1119. Teerawattanasuk, C., 1997. Interaction and deformation behavior of hexagonal wire mesh reinforcement at vicinity of shear surface on sand and volcanic ash (lahar) backfills, M. Eng. Thesis GE-96-14, Asian Institute of Technology, Bangkok, Thailand. Terzaghi, K. and Peck, R. B., 1967. Soil Mechanics in Engineering Practice, 2nd edition, New York, Wiley, p 729. Terzaghi, K, Peck, R. B. and Mersri, G., 1996. Soil Mechanics in Engineering Practice, Wiley, New York, USA. Tin, N. (2009), Factors affecting the kinked steel grid reinforcement and modification of K-stiffness Method in MSE structures on soft ground, M. Eng. Thesis No.GE-08-03, AIT, Bangkok, Thailand. Vermeer, P. A. and Brinkgreve, R. B. J. (Editor), 1995. Finite Element Code for Soil and Rock Analysis, A. A. Balkema, Rotterdam, Netherland. Vidal, H., 1969. The principle of reinforced earth. Highway Research Record No. 282, Highway Research Board, National Research Council, Washington D.C., pp. 1-16. Voottipruex, P., 2000. Interaction of hexagonal wire reinforcement with silty sand backfill soil and behavior of full scale embankment reinforced with hexagonal wire. D. Eng. Dissertation No. GE-99-1, Asian Institute of Technology, Bangkok, Thailand. Wang, Z. and Richwein, W. 2002. A study of soil-reinforcement interface friction, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 128, No. 1, pp. 92-94. Wongsawanon, T., 1998. Interaction between hexagonal wire mesh reinforcement and silty sand backfill. M. Eng. Thesis No. GE 97-14, Asian Institute of Technology, Bangkok, Thailand. Yang, 1972. Strength and deformation characteristics of reinforced sand, Ph.D. Thesis, UCLA.
Yoo, C. and Jung, H. Y., 2006. Case history of geosynthetic reinforced segmental retaining wall failure. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 12, pp. 1538-1548.
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